Current through Register Vol. 41, No. 3, September 23, 2024
The operation of all compost facilities, solid waste
transfer stations, centralized waste treatment facilities, materials recovery
facilities, waste to energy and incineration facilities, and waste piles shall
be governed by the standards as set forth in this section. Operations for these
facilities will be detailed in an operations manual that shall be maintained in
the operating record in accordance with
9VAC20-81-485. This operations
manual will include an operations plan, an inspection plan, a health and safety
plan, an unauthorized waste control plan, and an emergency contingency plan
meeting the requirements of this section and
9VAC20-81-485. This manual shall be
made available to the department when requested. If the applicable standards of
this chapter and the facility's operations manual conflict, this chapter shall
take precedence.
A. Compost
facilities.
1. For facilities that will
compost only Category I wastes:
a.
Noncompostable or other undesirable solid waste shall be segregated from the
material to be composted. Solid waste that is not composted, salvaged, reused,
or sold must be disposed at a permitted solid waste management facility
authorized to accept the waste.
b.
The addition of any other solid waste including but not limited to hazardous
waste, regulated medical waste, construction waste, debris, demolition waste,
industrial waste, or other municipal solid waste to the Category I waste
received at the composting facility is prohibited, except that the materials
that are excluded under
9VAC20-81-95 may be combined with
Category I waste for the purpose of producing compost under the provisions of
this chapter.
c. Access to the
composting facility shall be permitted only when an attendant is on
duty.
d. Dust, odors, and vectors
shall be controlled so they do not constitute nuisances or hazards. Fugitive
dust and mud deposits on main offsite roads and access roads shall be minimized
at all times to limit nuisances. Dust shall be controlled to meet the
requirements of Article 1 (9VAC5-40-60 et seq.)
of Part II of 9VAC5-60.
e. The
owner or operator shall prepare, implement, and enforce a safety program and a
fire prevention and suppression program designed to minimize hazards.
f. Open burning shall be prohibited on the
facility property.
g. Leachate or
other runoff from the facility shall not be permitted to drain or discharge
directly into surface waters, unless authorized by a VPDES permit.
h. Designed buffer zones shall be
maintained.
2.
Facilities for the composting of Category II, III, or IV feedstocks, including
those that mix these categories with Category I feedstocks, shall be provided
with:
a. Noncompostable or other undesirable
solid waste shall be segregated from the material to be composted. Solid waste
that is not composted, salvaged, reused, or sold must be disposed at a
permitted solid waste management facility authorized to accept the
waste.
b. Products will continue to
be considered as solid wastes until the testing indicates that they attain
finished compost standards. Samples and measurements taken for the purpose of
monitoring shall be representative of the monitored activity and shall be
conducted in a manner consistent with SW-846, as amended, and other applicable
standards. The minimum number of samples that shall be collected and analyzed
is shown in the table below. Samples to be analyzed for metals shall be
composited prior to the analysis.
Minimum Frequency of Analysis |
Amount of finished compost1
(tons per 365 day period) |
Frequency2
|
Less than 320 |
Once per year. |
Equal to or greater than 320 but less than 1,653 |
Once per quarter (four times per year). |
Equal to or greater than 1,653 but less than 16,535
|
Once per 60 days (six times per year). |
Equal to or greater than 16,535 |
Once per month (12 times per year). |
1Either the amount of finished
compost applied to the land or prepared for sale or give-away for application
to the land (dry weight basis). |
2After the finished compost
has been monitored for two years at the frequency in the above table, the
facility may request that the department reduce the frequency of monitoring.
|
c.
All finished products will be tested for compost stability using one of the
methods listed below:
(1) Temperature decline
to near ambient conditions when not the result of improper management of the
composting process. Composting records shall indicate schedules for turning,
monitoring of moisture within the required range, and mix of composting
feedstocks.
(2) Reheat potential
using the Dewar Compost Self-Heating Flask. The results must indicate a stable
product. Temperature rise above ambient must not exceed 10°C for stable
compost. Very stable compost will not exceed 20°C above ambient.
(3) Specific oxygen uptake. To be classified
as stable the product must have a specific oxygen uptake rate of less than 0.1
milligrams per gram of dry solids per hour.
(4) SolvitaTM Compost Maturity Test. To be
classified as stable the product must exhibit color equal or greater than
six.
(5) Carbon dioxide evolution.
To be classified as stable the product must not evolve more than 1,000
milligrams of carbon dioxide per liter per day.
d. In addition to testing required of this
subsection, finished products produced from any Category III and IV materials
will be tested for the presence of the following organisms using the methods
indicated below:
(1) Parasites. The density of
viable helminth ova in the finished compost shall be less than one per four
grams of total solids (dry weight basis) at the time the finished compost is
prepared for sale or give away in a container for application to the land.
Viable helminth ova reduction shall be demonstrated by testing the finished
compost once per quarter for a period of one year. After the viable helminth
ova reduction has been demonstrated for the composting process, additional
helminth ova testing will not be required provided the composting operating
parameters and incoming waste stream are consistent with the values or ranges
of values documented during the initial helminth ova reduction demonstration.
If the composting parameters or incoming waste stream change a new viable
helminth ova reduction demonstration is required, and
(2) Bacteria pathogens. Either the density of
fecal coliform in the finished compost shall be less than 1000 Most Probable
Number (MPN) per gram of total solids (dry weight basis), or the density of
Salmonella sp. bacteria in the finished compost shall be less than three MPN
per four grams of total solids (dry weight basis) at the time the finished
compost is prepared for sale or give away in a container for application to the
land.
(3) Other test methods, or
facility operating standards may be used in lieu of the above parasite and
pathogen testing requirements as approved by the department.
e. Metals. In addition to the
testing requirements contained in this subsection, all finished products
produced from Category IV materials shall be analyzed for the metals shown
below. The concentration of contaminants shall not exceed the following levels:
Metal |
Concentration, mg/kg dry solids |
Arsenic |
41 |
Cadmium |
21 |
Copper |
1500 |
Lead |
300 |
Mercury |
17 |
Molybdenum |
54 |
Nickel |
420 |
Selenium |
28 |
Zinc |
2,800 |
f.
Designed buffer zones shall be maintained.
g. The owner or operator shall prepare an
operation plan that shall include as a minimum:
(1) The description of types of wastes that
will be managed at the facility. This description must properly categorize the
compost feedstocks in accordance with
9VAC20-81-310 A 4. If the specific
materials are not listed in that section, a discussion will be prepared that
compares the materials that the facility will receive with the materials listed
in theapplicable feedstock category and justifies the categorization of the
proposed feedstock. For each type of material an approximate C:N ratio will be
provided. The expected quantity of any bulking agent or amendment will be
provided (if applicable); and any expected recycle of bulking agent or compost.
The plan shall include the annual solid waste input, the service area
population (both present and projected if applicable), and any seasonal
variations in the solid waste type and quantity;
(2) A discussion of the composting process
including:
(a) For Type A compost facilities
the following will be provided:
(i) A copy of
the manufacturer's operating manual, and drawings and specifications of the
composting unit.
(ii) A discussion
of the unit's requirements for power, water supply, and wastewater removal, and
the steps taken to accommodate these requirements.
(b) For Type B compost facilities the
following will be provided:
(i) A description
of the configuration of the composting process including compost pile sizing,
and orientation, provisions for water supply, provisions for wastewater
disposal, and an equipment list.
(ii) A discussion of procedures and frequency
for moisture, and temperature monitoring, and aeration.
(iii) A discussion of pile formation, and
feedstock proportioning and feedstock preparation;
(3) A discussion of the method and
frequency of final product testing in accordance with this subsection will be
provided;
(4) A schedule of
operation, including the days and hours that the facility will be open,
preparations before opening, and procedures followed after closing for the
day;
(5) Anticipated daily traffic
flow to and from the facility, including the number of trips by private or
public collection vehicles;
(6) The
procedure for unloading trucks (including frequency, rate, and
method);
(7) A contingency plan
detailing corrective or remedial action to be taken in the event of equipment
breakdown; air pollution (odors); unacceptable waste delivered to the facility;
spills; and undesirable conditions such as fires, dust, noise, vectors, and
unusual traffic conditions;
(8)
Special precautions or procedures for operation during wind, heavy rain, snow,
and freezing conditions;
(9) A
description of the ultimate use for the finished compost, method for removal
from the site, and a plan for use or disposal of finished compost that cannot
be used in the expected manner due to poor quality or change in market
conditions;
(10) A discussion of
inspections in accordance with subdivision 2 h (3) of this subsection;
and
(11) A discussion of records to
be maintained in accordance with
9VAC20-81-350.
h. Maintenance.
(1) Facility components shall be maintained
and operated in accordance with the permit and intended use of the
facility.
(2) Adequate numbers,
types, and sizes of properly maintained equipment shall be available at the
facility during all hours of operation to prevent curtailment of operations
because of equipment failure except under extraordinary conditions beyond the
control of the facility's owner or operator.
(3) The facility owner or operator shall
monitor and inspect the facility for malfunctions, deteriorations, operator
errors, and discharges that may cause a release to the environment or a threat
to human health. The facility owner or operator shall promptly remedy any
deterioration or malfunction of equipment or structures or any other problems
revealed by the inspections to ensure that no environmental or human health
hazard develops. Where a hazard is imminent or has already occurred, remedial
action shall be taken immediately.
(4) The amount of compost stored at the
facility shall not exceed the designed storage capacity.
i. Leachate or other runoff from the facility
shall not be permitted to drain or discharge directly into surface waters,
unless authorized by a VPDES permit.
B. Solid waste transfer stations.
1. No uncontainerized putrescible solid waste
shall remain at the transfer station at the end of the working day.
2. A written operating plan shall be prepared
covering at the minimum:
a. Facility
housekeeping, procedures for detection of regulated hazardous and medical
wastes, onsite traffic control, schedules for waste delivery vehicle flow,
wastewater collection, storm water collection, vector control, odor control,
noise control, and methods of enforcement of traffic flow plans for the waste
delivery vehicles; and/or
b. The
process rate of the facility, the capacities of any waste storage areas, and
the ultimate disposal location for all facility-generated waste
residue.
3. A written
contingency plan shall be prepared for a transfer station covering operating
procedures to be employed during periods of nonoperation. This plan shall set
forth procedures to be employed in the event of equipment breakdown that will
require standby equipment, extension of operating hours, or diversion of solid
waste to other facilities.
4.
Leachate and wash water from a transfer station shall not be permitted to drain
or discharge into surface waters except when authorized under a VPDES permit
issued pursuant to 9VAC25-31.
5. No
regulated hazardous wastes shall be accepted for processing unless they are
received under the provisions of a hazardous waste permit or they are
specifically exempted by the provisions of the Virginia Hazardous Waste
Management Regulations (9VAC20-60). Storage of household hazardous waste at
facilities designed in accordance with
9VAC20-81-330 B 6 shall be
accomplished in accordance with the requirements of 40 CFR 261.173, as amended.
Storage in such facilities may not exceed one year.
C. Centralized waste treatment facilities.
1. All incoming waste shall begin treatment
at the solidification facility by the end of the working day.
2. Facilities engaged in the solidification
of petroleum contaminated sludge shall perform the analyses required by
9VAC20-81-660 C.
3. A written operating plan shall be prepared
covering at the minimum:
a. Facility
housekeeping, schedules for waste delivery vehicle flow, wastewater collection,
storm water collection, vector control, odor control, and noise
control.
b. A description of
methods to determine the characteristics of the treated waste, frequency of
testing and the action the facility owner or operator will take whenever the
material fails to meet applicable standards.
c. The process rate of the facility, the
capacities of any storage areas, and the ultimate disposal
location(s).
d. For facilities
engaged in the reclamation of soil, a description of the methods and
frequencies of analysis of the reclaimed product shall be provided as required
by 9VAC20-81-660.
4. A written contingency plan shall be
prepared to establish operating procedures to be employed during periods of
nonprocessing. This plan shall set forth procedures to be employed in the event
of equipment breakdown that will require standby equipment, extension of
operating hours, or diversion of solid waste to other facilities. The plan will
include emergency loading, unloading, storage, transfer, or other disposal
capabilities to be used when the facility downtime exceeds 24 hours.
5. Leachate and wash water from a centralized
waste treatment facility shall not be permitted to drain or discharge into
surface waters except when authorized under a VPDES Permit issued pursuant to
9VAC25-31.
6. Inspection and leak
detection monitoring records shall be maintained and made available upon
request for the lifetime of the treatment facility.
D. Materials recovery facilities.
1. No uncontainerized putrescible waste shall
remain at the materials recovery facility at the end of the working
day.
2. Facilities engaged in the
reclamation of petroleum contaminated soils shall perform the analyses required
by 9VAC20-81-660.
3. A written operating plan shall be prepared
covering at the minimum:
a. Facility
housekeeping, onsite traffic control, schedules for waste delivery vehicle
flow, wastewater collection, storm water collection, vector control, odor
control, noise control, and methods of enforcement of traffic flow plans for
the waste delivery vehicles.
b. A
description of methods to determine the usefulness of the recovered material,
frequency of testing, and the action the facility owner or operator will take
whenever the material fails the standards applicable to the recovered product
and must be disposed of as waste.
c. The process rate of the facility, the
capacities of any waste storage areas, the expected daily quantity of waste
residue generation, and the ultimate disposal location for all facility
generated waste residue.
d. For
facilities engaged in the reclamation of soil, a description of the methods and
frequencies of analysis of the reclaimed product shall be provided as required
by 9VAC20-81-660.
e. For facilities that store waste tires, the
provisions of
9VAC20-81-640 B, C, and D, as
applicable.
4. A written
contingency plan shall be prepared for a materials recovery facility covering
operating procedures to be employed during periods of nonprocessing. This plan
shall set forth procedures to be employed in the event of equipment breakdown
that will require standby equipment, extension of operating hours, or diversion
of solid waste to other facilities. The plan will include emergency loading,
unloading, storage, transfer, or other disposal capabilities to be used when
the facility downtime exceeds 24 hours.
5. Leachate and wash water from a materials
recovery facility shall not be permitted to drain or discharge into surface
waters except when authorized under a VPDES Permit issued pursuant to
9VAC25-31.
E. Waste to
energy and incineration facilities.
1.
Unprocessed incoming waste, facility process waste residues and effluents, and
recovered materials, if applicable, shall be stored in bunkers, pits, bins, or
similar containment vessels and shall be kept at all times at levels that
prevent spillage or overflow. Any waste materials temporarily stored on the
facility's tipping floor shall be stored as stated above by the end of the
working day, or other time frame approved by the director.
2. A written operating plan shall be prepared
covering at the minimum facility housekeeping, onsite traffic control, process
rate, schedules for waste delivery vehicle flow, wastewater collection, storm
water collection, vector control, odor control, noise control, and methods of
enforcement of traffic flow plans for the waste delivery vehicles.
3. The owner or operator shall implement
waste receiving area control procedures that provide for the inspection of the
incoming waste stream for the purpose of removing unprocessible or potentially
explosive materials prior to the initiation of processing. In addition, the
inspection shall effectively prevent the acceptance of unauthorized waste types
by inspecting a minimum of 1.0% of the incoming loads of waste. If the facility
receives waste generated outside of Virginia and the regulatory structure in
the originating jurisdiction allows for the disposal of wastes at landfills or
the incineration of wastes that are prohibited or restricted by Virginia's laws
and regulations prohibit, a minimum of 10% of the incoming loads of waste from
those jurisdictions shall be inspected. These procedures and necessary
contingency plans shall be incorporated into the facility's operating
manual.
4. A written contingency
plan shall be prepared for a waste to energy facility covering operating
procedures to be employed during periods of nonoperation. This plan shall set
forth procedures to be employed in the event of equipment breakdown that will
require standby equipment, extension of operating hours, or diversion of solid
waste to other facilities.
5.
Leachate and wash water from an waste to energy facility shall not be permitted
to drain or discharge into surface waters except when authorized under a VPDES
Permit issued pursuant to the State Water Control Board regulation
(9VAC25-31).
6. Arrangements for
disposal of facility-generated waste shall be established and maintained
throughout the life of the waste to energy or incineration facility.
7. Chemical analyses of residues.
a. The owner or operator shall perform a
chemical analyses of all residual ash, in accordance with the conditions of the
solid waste management facility permit and current solid waste management
regulations.
b. Samples and
measurements taken for this purpose shall be representative of the process or
operation and shall be performed in accordance with the procedures outlined in
"Test Methods for Evaluating Solid Waste - Physical/Chemical Methods," EPA
publication SW-846. At a minimum the sampling shall include analyses for
toxicity and shall be performed at the frequency specified in the facility's
permit.
c. The department may
require the operator to perform additional analyses on ash removed from exhaust
gases and collected by emission control equipment at a frequency established by
the department in the facility's permit.
d. A report containing the following
information shall be submitted to the department within 90 days of sample
collection:
(1) The date and place of sampling
and analysis;
(2) The names of the
individuals who performed the sampling and analysis;
(3) The sampling and analytical methods
utilized;
(4) The results of such
sampling and analyses; and
(5) The
signature and certification of the report by an authorized agent for the
facility.
F. Waste piles.
1. No putrescible solid waste shall remain at
the storage or treatment facility at the end of the working day unless it is
stored in lined or covered waste storage areas, or interim transportation
vehicles (trailers, roll-off containers) designed specifically for
storage.
2. A written operating
plan for the waste management facility shall be prepared covering at the
minimum:
a. Facility housekeeping, onsite
traffic control, schedules for waste delivery vehicle flow, wastewater/leachate
collection, storm water collection, vector control, odor control, dust
suppression, noise control, and methods of enforcement of traffic flow plans
for the waste delivery vehicles.
b.
A description of types of wastes that will be managed at the facility, of the
storage or treatment activity, of any required testing including test methods
and frequencies, and sampling techniques.
c. A description of the management and
disposition of waste materials will be provided that addresses waste materials
that are undesirable and will not be received at the facility.
d. Descriptions of first-in, first-out waste
management procedures to ensure that the oldest waste materials being stored
are sent offsite for re-use or disposal prior to newer materials.
e. A fire prevention and suppression program
designed to minimize hazards when storing organic waste streams.
3. A written contingency plan
shall be prepared covering operating procedures to be employed during periods
of nonoperation. This plan shall set forth procedures to be employed in the
event of equipment breakdown that will require standby equipment, extension of
operating hours, or diversion of solid waste to other facilities.
4. Leachate and run-off that have been in
contact with the contents of the waste pile shall not be permitted to drain or
discharge into surface waters except when authorized under a VPDES permit
issued pursuant to 9VAC25-31.
5.
Collection and holding facilities associated with run-on and run-off control
systems shall be emptied or otherwise managed expeditiously after storms to
maintain design capacity of the system.
6. If the pile contains any particulate
matter that may be subject to wind dispersal, the owner or operator shall cover
or otherwise manage the pile to control wind dispersal.
7. While a waste pile is in operation, it
shall be inspected weekly and after storms to detect evidence of any of the
following:
a. Deterioration, malfunctions, or
improper operation of run-on and run-off control systems;
b. Proper functioning of wind dispersal
control systems, where present; and
c. The presence of leachate in and proper
functioning of leachate collection and removal systems, where
present.
8. Incompatible
wastes, or incompatible wastes and materials shall not be placed in the same
pile.
9. Roads serving the
unloading, treatment, and storage areas shall be maintained to be passable in
all weather by ordinary vehicles when the facility is operating. All operation
areas and units shall be accessible.
Statutory Authority
§ 10.1-1402 of the Code of Virginia; 42 USC §
6941 et seq.; 40 CFR Part 258.